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LRiJUI I Va r. <br /> Existing <br /> pavement <br /> I � pavement � Var. <br /> 0 <br /> Min. 0.5' Variable slope (10% mox.) <br /> to meet existing ground. <br /> SECTION A-A <br /> A <br /> R/W W� R/W <br /> Alternate edge <br /> Res. 15' R - <br /> Ditch flowline Comm. 25' R <br /> --- --------- <br /> 12" Min. diameter cross <br /> Material per Pipe when required. <br /> chart below See notes 5 & 6) <br /> Set pipe in line with — — — — — — — — — — — — <br /> existing ditch of <br /> elevation 0.25' to 0.5' A Edge of existing pavement <br /> below exist. flowline. <br /> RURAL DRIVEWAY <br /> TYPE W STRUCTURAL SECTION <br /> RURAL OR TEMP (Min.) (Max.) (Min.) AC/AB (Min.) PCC <br /> RESIDENTIAL 12' 25' 2A/4 AB 4" <br /> AG, TEMP - <br /> COMMERCIAL, <br /> TEMP INDUSTRIAL 15� 40' 2" /6' 6" <br /> AC AB <br /> NOTES: <br /> 1. FLOWLINE OF PIPE SHALL BE A MIN. OF 3" BELOW DITCH FLOWLINE <br /> AND A MAX. OF 1/2 DIAMETER OF PIPE, BELOW DITCH FLOWLINE. <br /> 2. At on intersection, no driveway shall be placed within 30' of the <br /> point of intersection of the master planned R/W lines. <br /> 3. Driveways shall be at right angles to the street. <br /> 4. Circle driveways are to be no closer than 75' between centers (residential) <br /> or 80' between centers (commercial). <br /> 5. When cross pipe is used, it shall extend a minimum of 2' post the toe of fill <br /> slopes of the driveway, all fill shall be compacted to 95% relative compaction. <br /> Maximum fill slope 2;1, <br /> 6. Pipes shall be Reinforced Concrete, or 0.079" Galvanized Corrugated Steel pipe, <br /> the size varies according to the hydraulic requirement. <br /> R-"wd By ---j <br /> 1 Feb. 1996 PD DRIVEWAYS <br /> RURAL, AG, & TEMP <br /> G+ack°C y. <br /> COUNTY OF SAN JOAQUIN U010 SEPT. 1991 <br /> SC°'Q NONE DEPAMWEHT of avauc�a <br /> R — 17 <br />